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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-Finance | ₹3.0 L | L1 | Accepted-Finance 1st lowest bidder |
| 2 | L2₹3.1 L+₹9,476 (3.20%)Rejected-Finance | ₹3.1 L+₹9,476 (3.20%) | L2 | Rejected-Finance 2nd lowest bidder |
| 3 | L3₹3.1 L+₹14,658 (4.95%)Rejected-Finance | ₹3.1 L+₹14,658 (4.95%) | L3 | Rejected-Finance 3rd lowest bidder |
Tender Value
₹3.0 L
EMD Value
₹6,000
Closing Date
19 Sept 2026, 11:00 amClosed
EE(BR V)
22 SURYA SEN STREET KOL-12
REPAIRING OF FOOTPATH AT 22, RABINDRA SARANI ETC IN WARD NO. 43
2026_KMC_1041070_1
KMC/EE(C)/Br-V/043/05/26-27
Open Tender
CIVIL WORKS
Percentage
28 days
WARD-43
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹6,000
21 Sept 2026
9 Sept 2026
21 Sept 2026
9 Sept 2026
19 Sept 2026
9 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT 2. Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. | 0.14 | %M3 | 11,927 | ₹1,669.78 |
| 2 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. a) vertical kerb stone. | 40 | MTR | 8.17 | ₹326.8 |
| 3 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. b) flat channel stone. | 99 | MTR | 8.17 | ₹808.83 |
| 4 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc B. CONCRETE WORKS 1. Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation (a) 1:3:6 proportion. ( 3rd Corrigenda & addenda dated 04.06.2018) | 2.68 | M3 | 4,761 | ₹12,759.48 |
| 5 | Resetting of Stone Slabs of kerb & channel of road side drain to correct line and level including cement pointing (1:2). b) flat channel stone. | 99 | MTR | 18.24 | ₹1,805.76 |
| 6 | Resetting of Stone Slabs of kerb & channel of road side drain to correct line and level including cement pointing (1:2). a) Vertical Kerb | 40 | MTR | 21.34 | ₹853.6 |
| 7 | BUILDING WORKS(D) Flooring..A. ORIGINAL WORKS..(3)Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. | 284.97 | SQM | 24 | ₹6,839.28 |
| 8 | ORDINARY CEMENT CONCRETE ( MIX 1:1.5:3 ) WITH GRADED STONE CHIPS ( 20 MM NOMINAL SIZE) EXCLUDING SHUTTERING AND REINFORCEMENT, IF ANY, IN GROUND FLOOR AS PER RELEVANT IS CODES (BASED ON PWD SCHEDULE OF RATES, W.E.F. 01.11.2017 WITH CORRIGENDA DT.04.06.2018) | 21.37 | M3 | 6,216 | ₹1,32,835.92 |
| 9 | Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with Concrete grade as specified as per Table 1 of IS 15658 : 2006) manufactured from BIS licensee manufacturer, with spacer nib (Small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks, as per Cl. No 3.26 of IS: 15658)and of specified size and shape with aspect ratio (The ratio of length to thickness of a paver block, as per CL.No.3.3 of IS: 15658) as per Table 2 of IS :15658 with flexural strength/breaking load as per Annexure G of IS:15658.on the prepared base course of specified CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clanse 6.5.1 of IRC SP 63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will he us per clause 6.5.2 of IRC SP 63) and completing the edges with cut blocks as per Cl. No. 8.7 af IRC SP-63(2018) with proper confinement of bedding and joint filling sand, compaction levelling and filling up of the edge gap. 50mm thick (ii) Coloured Decorative (12th Corrigenda & addenda dated14.10.2020) | 44.43 | SQM | 875 | ₹38,879.58 |
| 10 | Laying of interlocking Paver Blocks as per approved design over 20-30mm th medium yellow sand bed with true to line,lavelling,proper compaction with vibrator etc. with jointing with kerb/edge should be made with Cement Concrete (1:2:4)etc. as per the direction of the Engineer-in-charge and including cost of materials,labour etc. complete | 398.17 | SQM | 124 | ₹49,373.08 |
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